SW8060813_APPROVED PLANS_20061120

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SWeo()�13
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
12Zk !(C2'�
YYYYMMDD

Ail+ L—._—L—i:.._ d .__xL_- 11.�' �_L3 ,_ :,_.'a ,'1:-
THIS PLAN IS A FINAL DESIGN -- NOT
RELEASED FOR CONS7aRUC71ON UNLESS
INITIALLED/DATED AS APPROVED:
APPROVED:.,.......
INI T1ALS
ENGINEERING FIRM:
PLANS PREPARED 97
ADDRESS:
PHONE:
DEVELOPER
ADDRESS:
PHONE:
DA TE
ESP ASSOCIATES, P.A.
2120—B CAPITAL DRIVE
(910) 313--6648
WILMINGTON, NC 28405
CAPE FEAR HABI TA T FOR HUMANI T Y, INC.
1208 SOUTH THIRD STREET
WILMINGTON, NC 28401
[phone]
ORNER S TONFAI
100
..� low amalpim"
0
r e—A
Holm
0
GRAPHIC SCALE
50 too Y00
( IN FEET )
1 inch - 100 fL
0
w
91
E
400
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INDEX OF SHEETS
SHEET
NO.
C-1
COVER SHEET
SHEET
NO.
C-2
SITE PLAN
SHEET
NO.
C-3
GRADING AND U17LI TIES PLAN
SHEET
NO.
C-4
PROMS — PRICES LANE & PROP. STREET B
SHEET
NO.
C-5
EROSION CONTROL PLAN
SHEET
NO.
C-6
GRADING AND EROSION DETAILS
SHEET
NO.
C-7
U77LITY DETAILS
SHEET C-1
7B35.400 COVER.DWG
APPROVED —,%(�
NORM CAROLINA ENVIRONMENTAL
MAINJ'AOEMENT OOMMjSSlO,4
i `i 10N OF WATER QUALITY
2G - A)ov- Zco (o
RECEIVED
OCT 13 2M6
DWQ
PROJ # jw? so(po 3I
SCALD1'= W
' r1;..,ii'
`
i
TT p r.
ff�S r
f}�a�`f r'�
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SIZE DA TA
EXISTING ZONING
R-5 PERFORMANCE RESIDENTIAL
PROPOSED ZONING
R-5 PERFORMANCE RESIDENTIAL
70TAL AREA
5.16 ACRES
MAX. NO: OF LOTS ALLOWED
x 7x22401
a 8 = 44.7
TOTAL NO OF PROPOSED LOTS
32 LOTS
ACREAGE IN LOTS
2.94 AC.
ACREAGE IN NEW R/W
1.05 AC;
ACREAGE IN OPEN SPACE
1.13 ACRES
LINEAR FEET OF NEW STREETS
866.52 LF
ACREAGE IN FUTURE Rill
0 AC:
SETBA
MIN, FRONT
20 FT
MIN. SIDE
7 FT
MIN. REAR
15 FT
SIDE AT CORNER
1 a5 FT
MIN. LOT AREA
N/A
MIN. AVE. LOT AREA
N/A
AVE. LOT AREA PROVIDED
3997 S.F.
MIN. LOT WIDTH
40 FT
LEROY HILL
BOOK ?An9 PAGE 9fi2
P S 4930'OeW
'�• TERRY B. RICHARDSON 17.91'
\5 BOOK 4252, PAGE 131 / ~
�p� co4.�•� pQO � o
61
F / d
\
F PS�`py P��pO� S .0
4�,o ,Ox
✓ y�
/ IRS �7. is \ \
CHARLIE F. PAYNE HEIRS
BOOK 9901, PAGE 192
0 .\ \ (V2 GO 011011-1\
\ @23 \ IR / / \
i / \ \ \ e.
0, PQ7)
24
- �`•'� ��P \ ��/ DO � �o \ \ \ \ \ moo.
Ole
IRS • O e`�/ \\ \ �/ �� : �\ ♦ \ `� / /
IRl
26 105
A \ n \ - k
' fo'�
X \\ 27po �P `♦ i0 o
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S:o / \\ \\ %
Div/
\ Ile
/
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5' 1 6'
DEW
N SD 1-03
2' ASPHAL
1'-0' 2'-0' --1
' CURB 4' MARL BASE, CONTINUOUS
NOTE, INCLUDED IN THE GRADING FOR A STREET IS THE PROPER
PROTECTION OF FILLS L CUTS BEYOND THE R-O-W
CUT SECTION SLOPE 1 1/211
FILL SECTION SLOPE 211
STANDARD STREET SECTI❑N
-.-- 20' DRAINAGE EASEMENT
NTS
\ \ :... ::
�•, • i:ii r•� /
/ \ J \ (D\\
UIRS \ \ /aMCCRAE RE 57.ABETH C EIP / / � /` `\ 30 //�\`\ ``� / < GO
/' ^ � ` ' ' � EIP
< \ Q k A % \"o,/Ile\ \ \
12
/ < < / +•i z! r BARCLAY HILLS SUBDIVISION
'':: .. a
x \ 32 \ `\ \ v 5 \ \ ,/ \ fY-MUNICIP�IL 1 / c MAP BOOK 6, PAGE 27
w \ \ \ o \ \ �, BOOK 600, PAGE 251
\ \ \ / \ v UTY EASEMEN
\ \ \ ICAL EA CH S1D I '71NG ITCH
•.:...
20' PERIMETER TBACK - 20�DRAIIN GE EASEMENT ALL STR • -.,: • I '
R5
\ 49.99' � '1 RS
EX. STORM SEWER MH \ — J , / WB S 1 i.02'
EIP 144.06' ,
.._ \ — ORMI=R � - "— I�f- 87 3�p'004f419.2fi�— BASE BEARING FOR THIS VEY .72' 1 !1� 67.29'
35' SITE TRIANGLE (TYP) s / N 'CHAIN --LINK F �`` ,-N 8730'37"W 12AOle`
PRICES LANE (R \ W VARIES) 0 -
0
EX. STORM SEWER MH j'1'0
EX. STORM SEWER MH /
Ile
� I
DROP INLET
TOP=36.13 cV
I I I
JORDAN LEM PFSR. GLORIA J iNV=31.83' I I I I I I I
R-5 DROP INLET Q I I i 2 I 13 I t o I
lol to to
INV=3.76' I I I I
'--_J
I ! ( I I I
EXIST. 18~ FES
ELEV=33.35' 20' PE IMF F'R---
IP
W
W N 87'25'01 "W
z 15.00'
l�
J
n
N 87'25'01~W 197.
LOT 6-A
GIDEON HEIGHTS
MAP BOOK 2, PAGE 37
EIP
IP
MMMMMMTTMMMMMM-aMMMMMMij TRANSFORME _ S`
k\ EXISTING APARTMENT BUILDING R C N �'1'` '`�� FENNELL CAARL. LANA W
11 1 ` ti C2 R-5
6'
�� A Q �'°qR Vt�� NOTES:
1. LANDSCAPING PLAN INDICA 77NG LOCA 77ONS OF REQUIRED
STREET 7REES SHALL BE SUBMI TIED 70 CITY 7RAFFTC
ENGINEERING DIWSION AND PARKS & RECREA770 I DEPT. FOR.
o HANOVER GARDENS LESSOR LIMITED PARTNERSHIP / REVIEW AND APPROVAL PRIOR TO FINAL PLAT RECORDING. PLAN
DEED BOOK 4343, PAGES 234-238 y SHALL ADHERE 70 SD if 15-1 Z
2. ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN 70
C THE PUBLIC 7RAFFIC ARE 70 MEET MUTCD STANDARDS:
1 n
LINE TABLE
LINE
LENGTH
BEARING
Ll
93.89'
S9Q'001001W
L2
118.11,
N32°16'47'E
L3
343.16'
N50`lb'45'E
CURVE TABLE
CURVE
LENGTH
RADIUS
C1
100.74'
100.00
C2
31.41'
100.00
1 O UR) 1
GRAPHIC SCALE
(INS')
1 inch = 40 &
or RIB lit of -ML
UK YW IN
STOP
800-632-4949
This drawing and/or the design shown are the
property of ESP Associates, P.A. The reproduction,
alteration, copying or other use of this drawing
without their written consent is prohibited and any
Infringement will be subject to legal action.
ESP Associates, P.A.
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TERRY B. RICHARDSON // / !/ 00
BOOK 4252, PAGE 131 oo
o\G' / / � • CHARLIE F. PAYNE HEIRS
Qo
/ .4 BOOK 9901, PAGE 192
Q+OP P �O� PGF, / / / / • •T�� 8" GATE VALVE
8" X 2" REDUCER
PN\ �y Pao O� a° • t \ \ 4-9 \ 2" BLOW -OFF ASSEMBLY
g / \
fic- P �` p• / / •�� \ \ \ SSMH B-1
SP37
/
GN��o� Off' (1) 8" GATE VALVE / / r / BP37. `�\ \ •� \ /,
(1) 8" X 6" TEE
(1) 6" GATE VALVE ° \ \ •
\ �'\ % 3i
/ \ 22 /OPP. \
/
X/ 7.4 \ CB--7 ) k 1b
BP37 �\ 23 \ /' � \ 18 ,>\
I \ \ y i \ i \
LEROY HILL / • •\�� •� ,�• � 37\\ \ \
BOOK 2602, PAGE 962 1 Q° T037. �J�I? \\ // I .1\ \ 17 k \ 0
/ c 24 \,� , \ \ •
22 1/2 BENDS / �P 3p•0 �i }
AS NEEDED ASSEMB
! i • y \ �� / \ 1 fi\ FH L P �oW
/ • 25 \• P \ \ �5� / `�
.2
i • 7•o Q �P37.& \ \ > CB-5
I
6 \ \ / J 15
7.2
�/ /
BP37. \ 7 \\ \� 14 / ��J� 0 �, \ _ I /I �V
\ � , x
/ 0.0 / \ \
28
VH ASSEMBLY
Ile
APPROX. LOCATION OF , / B29
BP�7• \ \ \
N/F EXISTING 6" WM ,� y� i < • \ \
1W ELIZABETH C �6 / / BPg7 \ 30
It f ° • .a / \\ TO 6 \ V
�ll I1lI✓ BP 0 � 311\
6" X 6" TAP NG ETUN& \ B
SLEEVE & V VE i it _�� �\ \\ \ /
8"x 6" REDO ER I II 2 1 \ CB 1
�1/2' B OP 310
SANITARY SEWER MN \NEEDED \\ 1 30,21 O
TOP=35.86'
INV-33.11' 8"DIP �ti \ •`� ry
EX. STORM SEWER MHO FH ASSEM Y - -- 5 �
O•
W VARIES) •
EX. STORM SEWER MH-- O"Ma j G
EX. STORM SEWER MH ~ / SSM 2
Q i Io
INV 04
SSMH A-2 1
- - MH 1 -'� U
DROP
INLET IV�iIIt •\�I I� II cII •I3 I
A
TOP=36.13INV. 111
N F INV=31.83 19 1
LkYSR. GLORIA J DROP INLET e
3R-5 I36�6to !oo
NV-. ' BP37.2
CONVERT 6-U-2- J
TO CATCH BASIN
IIII I
i
I
I I BP37. % i I BP3i 2
EXIST. 18" FES � G3 L .,,1r^,�„ I j
ELEV-33.35' II t 20' PE (METER SETBAC `'��-�--�
EXXTTEN0 D VE PIPE I I I �SWALE I
TO CURB LINEg
BUILD CAT04 BASIN
W
LOT 6-A
O GIDEON HEIGHTS
MAP BOOK 2, PAGE 37
SWALE
MANN.
C007..
CHANNEL.
SLOW
NORMAL
DEPTH
LEFT
SLDE
SLOPE
RIGH
SIDE
SLOPE
BOT r
WlDT1H
FLOW
FLOW
AREA
WETTED
Amm.
mLoaTy
SWALE - 1
0.020
0.0060
0.160
3.0
3.0
.00
0.90
0-57
4..04
1.57
SWALE - 2
0.020
0.0060
0.13
13.06
3. D
3.00
0.60
0.4
J.84
1.36
SWALE - 3
0.020
0.0060
0.10
J. 00
3.0
.00
0.40
0.3
3.6
1.18
SWALE - 4
0.020
0.0f00
0.12
3.00
3.00
.00
0.70
0.41
3.77
1.70
WALE - 5
10.020
1 0.0100
Q.12
3.00
3.00
.00
.70
0.41
3.77
1.70
SWALE - 6
10.020
1 0.0180
.13
3. 00
3. 00
. DO
.56
D. 2
3. 53
1.82
F 1IrT
I FT.
FT.: FT.
rr: FT.
FT.
a:IS
SF
FF
rT
x
x, Q 7 \ �0 6 p o
BP3&o•\ \ \ _
\ IN t
37.�\ \\ \\ 1.0 1 1
BP37.0` 0 1
\o\
/ A�3 \ \ \ / 1 1 TGV:� ,
\ \ Tam. / • '�
/ ^ /\�1 \ \ \ \ / / \ �, / j /SSMH A--5 06
8P37.5•12
\ , �' 1/-MUNICIPAL l
87 \ \ BP37:6i� N \1- ICAO EACH S1 $
2 ' DR AGE EASEMEN7r 32.3 ALL STREE
0' PERIMETER TB'ACK � WALE 2 _
T032. 18r RCP i SWALE
--------------
33 0
8"SSO0 %
DCB--2
TOP 35.0
INK 30.0
HANOVER GARDENS LESSOR LIMITED PARTNERSHIP
DEED BOOK 4343, PAGES 234-238
LINE TABLE
LINE
LENGTH
BEARING
L1
93.89'
S90.00'001W
L2
118.11,
N32.16'47'E
L3
343.16'
N50.16451E
CURVE TABLE
CURVE
LENGTH
RADIUS
C1
100.74'
100.00
C2
31.41'
100.00
EX. MH
RIM 34.65
NEW 8" INV IN 28.90
EX. INV OUT 28.89
toI
I A-7
- 6" TAPPING
SLEEVE & VALVE
-APPROX. LOCATION OF
EXISTING 6" WM
40
SSMH
.a
7
J
20' DRAINAGE EASEMENT
- OUTLET STRUCTURE
(SEE DETAIL)
■ 24" HEADWALL INV. 24.5
W/ 8'W X 91 X 18" E.D.
HAND CLEAN DEBRIS FROM
EXISTING STREAM.
BARCLAY HILLS SUBDIVISION
MAP BOOK 6, PAGE 27
BOOK 600, PAGE 251
off --�- PROPOSED DETENTION POND
TOP OF BANK = 31.0
HWL = 28.2
NORMAL POOL = 27.0
BOTTOM - 22.5
EMERGENCY SPILLWAY = 6'
N/F
FENNELL CARL LANA W
R-5
-15" FES INV. 30.0
W/4.5'WX9'LX18"E.D.
\'-' 15" FES INV. 28.0
W/ 4.5W X 91 X 18" E.D.
3,0' PUBLIC
UTIL.17,
,� --� wv �� ra•
GRAPHIC SCALE
40 80
( D1 F'EE"P )
1 inch = 40 ft.
L
EYJS77NG CONTOURS - -- - 3� --- - - --
PROPOSED CONTOUR -
PROPOSED STORM DRAIN
WITH RIP RAP APRON
L)EN OW LU73
WATER LATERAL -B
SEEM? LA7FRAL -•
GENERAL U71U1TY NOTE&
1. Project shall comply with the City of W11mington Cross
Connection Control requirements. Water meter(s) cannot be set and
activated on new mains until all requirements are met and NCDENR
has Issued thler "Final Approval': Call 343-3910 for information.
2. If the contractor desires City water for construction he shall
apply In advance for this service and must provide a reduced
pressure zone (RPZ) backflow prevention device on the developer's
side of the water meter box.
I All commercial water services and any irrigation systems supplied
by City water shall have a backflow prevention device acceptable to
the City and approved by USCFCCCHR or A5'S7E. Call 343-5910 for
Information.
4. When PVC water mains and/or pol) ethylene services are
proposed, the pipes are to be marked with No. 10 insulated copper
wire Installed the entire length and strapped to the pipes with duck
tape. The insulated wire Is to be stripped to bare wire and secured
to all valves and fittings. This wire is to be accessible at all fire
hydrants and water meter boxes to aid in future location of facilities.
NOTES
1. THIS PLAN IS FOR INFRAS7RUC7URE CONS7RUC770N
(I.E. ROADS, STORM DRAINAGE, WATER, SANITARY SEWER)
ONLY.
2. C0N7RAC7OR 1S RESPONSIBLE FOR OBTAINING POS177VE
DRAINAGE AT ALL 1NTERSEC77ONS
J. THIS SITE DOES NOT HAVE ANY DELINEA 7ED WETLANDS,
UK a IN
180
STOP
800-632-4949
m unm IWII161 A0
This drawing and/or the design shown are the
property of ESP Associates, P.A. The reproduction,
alteration, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
ESP Associates, P.A.
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1 INCH — $0 FT.
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PRUHLE - PRICE'S LANE .AND PROPOSED STREET "B"
EVELOPER: HORIZ. 1" = 50'
ope Fear Habitat for Humanity, Inc. VERT. 1" = 5'
208 South Third Street ;,; ,,,� d,a„,� and/or , ,,,",,,, ,ri „ COW & D NR W COMMEN TS 13
Ilmington, NC 28401 ST p r �o< o � W
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IS OVER THE
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ND ASEINER MUST
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PUBLIC MIATER
SUPPLY DES101
STANDARDS
AND BE PR
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ASSURE
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TERRY 8. RICHARDSON
BOOK 4252, PAGE 131
P
LEGEND
cawsneucnav �p �O / / / CHARLIE F. PAYNE HEIRS
��
MMANCE S ��, P�y1 • /�/ BOOK 9901, PAGE 192
SILT FENCE — — —
SET FENCE STOW MET � �� �p�. O� � / El
SED#NT TRAP +
NC sm Na 85i �� ►�,PQ r F�J�J +
DENUDED LM73 � � � � ® O �O r''�•G�O�' � � � `�� 1\
oQ oF���o• � � t ��� 20 ��
CONSTRUCTION SEQUENCE 01\
SILT FENCE
!. OBTAIN ALL E WGV CONTROL AND GRADMIG PLAITS FROM NC.DEW.
2 ALE A PRECONSMCTION CONFERENCE INTN THE STATE' ANSpECTi7IR �C3 0- WO /' S
S NOTALL TEbrWARY COINSTRL/CnON ENTRANCE PER NCDENR STANDARDS QL
X �
46 INSTALL STL T FENCE PER NCQENR STANDARDS / CB-7
5� CLEAR AND [GRADE DETENnON/SEDEIMENTAnOIV POND PER DESIGN AND NLIrIR /
srANDAARDS I NSTALL TIRE RISER,OUTLET AND SMELL WA Y PER DE W AND NCDENR / 2 3 / D8, /
Br CLEAR AND MISTALL STaW DRAIN PIPE FRO1W DI-1 TO FES IN POND PER DESIGN LEROY HILL �EIP / ♦.
AND NCOOR STANDARDS BOOK 2602, PAGE 962
7. CLEAR AND GRADE PERMANENT SWALE 1 PER DEWGN AND NCrOEENR
t 24 i
STANDARDS �
S aEAR AND GRADE ROADS AND NVSTALL SWRM DRAIN PW PER DESIGN AND
DdE9►QN AND hi=W7
NQOIENR STANDARDS ANSTALL MET PROTECTION PER
STANDARDS 25 F
A SEED OR MACH DENUM AREAS THE SITE MAU BE STAB PER DESIGN
AND NCDErW STANDARDS iWVW 21 DAM IR / CB-5
is IdAIELET PROTECCTxw CAN BE REINoVED wev THE SITE IS STABL.IZED AND INTH / / I /
THE STATE INSPEC7WS APPROVAL I / / 2 5 fi
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MAP BOOK 2, PAGE 37
LINE TABLE
LINE
LENGTH
BEARING
L1
93,89'
S90*00100W
L2
118.11,
N32'16'47'E
L31
343-16'
N50'16'45E
CURVE TABLE
CURVE
LENGTH
RADIUS
C1
100,74'
100+00
C2
31.41'
100.00
FOR EROSION CONTROL PURPOSES ONL Y01
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24" HEADWALL INV. 24.5
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1
BARCLAY HILLS SUBDIVISION
MAP BOOK 6, PAGE 27
BOOK 600, PAGE 251
1 Il f 111 ESi1NG TCH
lllf� 111 Rs
111 11 Rs PROPOSED DETENTION POND
TOP OF BANK = 31.0
10 YR. HWL — 29.9
l NORMAL POOL = 27.0
�.� BOTTOM = 24.0
IRS IP EMERGENCY SPILLWAY = 6'
N/F
FENNELL CARL LANA W
R-5
15" FES INV. 30.0
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This drawing and/or the design shown are the
property of ESP Associates, P.A. The reproduction,
alteration, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal 'action.
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ANCHORS
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SEGIl4d ELEVATION
DETENTION POND OUTLET STRUCTURE
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THK,
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DIA.
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15'
271
20'
241
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7 1 2
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20
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4
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73"
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54
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2
8
8
38 33'
6
72
60
8
6
6 1 2
79
66
6
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12
38'
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12
12
56 43"
REINFORCING
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OURS TIE RADIUS FAN 11E GO= POW 70 7NE FACE OF AIRS A 41.6: WHEN USING
TYPE V AIRB WIN CATCH BASIN THE RIGHT OF WAY RADIUS E 40.
L BOTH SIDE'S ARE 5`1MMEiIBCAL.
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2'-0'
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27-3'
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24"
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4
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1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS.
2. RIP THE ENTIRE AREA TO A 8 INCH DEPTH.
3. REMOVE ALL ROCKS ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
SMOOTH AND WFOtitM.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL
LIME: 45 LOS. PER 1000 S.F.
FP'EIeiE�IWE�R: 17�LBL PPyE: 20 LSfrOOOS.S.F.S.F.
5. ��ARED 4 8 U DEEP. PULVE RIZED, FIRM. UNIFORM SEED BED
S. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
2 - 3 LOS PER 1000 S.F. SEE MIXTURE BELOW)
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCT.
GRAIN STRAW R HAY AT 75 TO 100 LBS PER 1000 S.F.
WOOD CHIPS AT 500 LOS, PER 1000 &F
JUTE & MESH AS PER MANUFACTURER
S. APPLIED AT AA RAOR TE MULCH
PEAR ACRE FOR TYPE SLOPE STAABILIZATIO
AND 150 GAL PER TON OF STRAW FOR ANCHORING STRAW.
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED
WITHIN THE PLANTING SEA". IF PEE 1F GRASS STAND SHOULD BE
OVER SOX ING�A , �T�H pF�OIpLOMANG ORIGINAL LgrIE, FERiMJZER
14. � LLIZATTIdRNCA170� COMERN�MAUC TTtEATMN7HT, AND
11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SWILL BE:
2OX CARPET GRASS
24X BERMUDA GRASS
20% TURF FESCUE
1OX CREEPING RED FESCUE
24X ANNUAL RYE GRAIN
•BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER
PURTTY OF SEED SHALL BE A MIN, OF 98X AND
ItHU1 S1HALL BE A MIN. OF LOX.
ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION
OF GRADING.
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL OF DENUDED THE GETTACONCERNING HTIIOON ALTERNATIVES
ARE THOSE WHICHTION
DO
WELL UNDER LOCAL CONN01101IS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
DOEMM POND NI
1. RE'3TORE POND TO DESIGN SIZE TWO SHAPE UPON COMPLETION OF CONSTRUCTION AND STABLIZAT10N OF
SM
2. SM FOR SLOPES SHALL BE 207E CARPU CR M. 24X BERMUDA, 2OX TURF FMCUE, 1GX CREEPING
RED FESCUE. AND 249 RYE. SEED AT RATE OF 2-3 FS PER 1000 SF.
3. THE VEGETATED SHELF SIM .L BE PLANTED WITH A COMISINATION OF TWO OF THE FOLLOWING ON 3'
1. CATIIIAL
2. COONTAIL
3. SPATTER DOCK
4. POND WILL BE DRAINED BY PlR11PING INTO OUTLET STRUCTURE,
10'_VEGETATED SHELF
BOTTOM
POND SECTION
31.0
a GUTTER
34.0'
5.0 3.0' 3.0' 3.0' 20.0'
5 FT. MIN. 20 FT. MIN.
MAX. TO BE DERTOMINED
3 3 FT. MIN. 3
ON A CASE BY CASE BASIS.
CITY' OF WULIUMTON SKALS DETAIL
Rr9 •
?9'
PERMANENT POOL CONTOUR DIMENSIONS
R10'
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This drawing and/or the design shown are the
property of ESP Associates, P.A. The reproduction,
alteration, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
ESP Associates, P.A.
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PAVEMENT SECTION This drawing and/or the design shown are the
property of ESP Associates, P.A. The reproduction,
ITS alteration, copying or other use of this drawing
cl
without their written consent Is prohibited and any 1* 1 (n
infringement will be subject to legal action.
PVC PIPE PLASTIC METER BOX
SD 4-12 ESP Associates, P.A.
NOT TO 3CALE
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